SW8070336_Approved Plans_20070905

TEMPORARY SEEDING SCHEDULE
EARLY SPRING/LATE SUMMER
Seeding Mixture'
Species Rate (lb/aore)
German Millet 40
In the Piedmont and Mountains, a small -stemmed
Sudangrass may be subsstituted at a rate of 501b./acre.
Seeding Dates
Mountains -- May 15 - AUG. 15
Piedmont -May 1 -Aug. 1
Coastal Plain - Apr.: 1 -- Aug. 15
Soil Admendments
Follow recommendations of soil tests or apply 2tOOO lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb,Qcre straw. Anchor straw by tacking with asphaltv netting,
or a mulch anchoring tool. A disk with blades set nearly straight can bo
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed: refertilize and mulch
immediately following erosion or other damage.
EROSION & SEDIMENT CONTROL
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. CONSTRUCTION ENTRANCE WILL BE RAILED REGULARLY
SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE
SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION
OF TIRES.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
SEEDING SCHEDULE
SEED BED PREPARATION
b
OD
c.0 z
M RIP RAP WIER
1 FT. BELOW LOWEST
BASIN BERM ELEV.
n/f
Tesla Park
Apartments
D.B. , 4160-165
Zoning: R-15
Lend Use: High -
density Residential
LIME ..__ --_ 90 lbs/1000 SF
TEMPORARY
SWALE
10-10-10 z 5 1 ball oov SF
GRADED � O
SED
R�
S N
BASIN
..�...�
10-20 10 12 115811000 SF
STRAW MULCH (AFTER SEEDING) 90 lbe/1000 $F
TO BE
ABANDONED
ASPHALT TACK -------200 GAL/TON OF MULCH
WHEN STORM
DRAM
SEEDING MIXTURE IS INSTALLED
(FEBRUARY 1 - APRIL 30)
TALL FESCUE......_- _-_ 1.2 I bs11000 SF
PENSACOLA BAHIAGRASS---- 0.25 lbs1000 SF
KOREAN OR KOBE LESPEDEZA tSCARIFIEb) --1 2 Ibs14QnA SF
(MAY 1 -- AUGUST 31)
ALL SLOPES 5:1 OR STEEPER SHALL
TALL FESCUE.----._ ------ ---1t2 Ibs/1000 SF
BE STABILIZED WITHIN 15 DAYS OF
KOREAN OR KOBE LESPEDEZA (SCARIFIED)-----1.2 Ibs/1000 SF
COMPLETION OF GRADING. ALL OTHER
BROWNTOP MILLET.6 1bs11000 SF
SURFACES SHALL BE STABILIZED WITHIN
15 DAYS OF COMPLETION OF GRADING.
(SEPTEMSER 1 -- JANUARY 31)
TALL FESCUE__-.,.__..__.-.,....1. 4 l bs/1000 SF
NOTE:
KOREAN OR KOBE LESPEDEZA (SCARIFIED) 1.4 I bs11000 SF
NO WETLANDS EXIST ON SITE.
RYE (GRAIN)-- ----0.6 lbs/1000 SF
FOR SLOPES 2:1 OR STEEPER ADD 30 lbs./AC SERICEA
�f
LESPEDEZA AND ' 15 lbs. TALL FESCUE
Tesla ark
Apartments
D.B. 4160--1 G5
CONSTRUCTION SEQUENCE
Zoning. R 15
Land Use: High'
1.
INSTALL SILT FENCE, SEDIMENT TRAP ( POND) ,
density Residential
AND STONE CONSTRUCTION ENTRANCES.
2.
CLEAR AND GRADE TEMPORARY DRAINAGE
3.
INSTALL DETENTION PONDS PER PLAN.
4•
INSTALL UNDERGROUND UTILITIES,
5.
INSTALL CATCH BASINS AND PIPES
�,�„
6.
INSTALL STAONE BASF AND PAVEMENT
7.
PROVIDE 100% VEGETATIVE COVER A
A ,
OF ALL DISTURBED SOILS.
OUTFALL PIPE
.•
I
8.
CLEAN SEDIMENT FROM PIPES AND
c•L AS S •x• t
POND AFTER STABILIZATION.
�" 1 10 .,R °
it
FES NO.
NA#
#am
1.
5 ft.
66 ft,.
2.
6 ft.
8 f,{.
3.
8 ft.
10 -F+.
4.
8 ft.
10 ft.
5.
6 ft.
8 ft.
6.
6 ft.
8ft.
¢s
9 ft.
12 f4.
FLARED END 1�•4�:•
SECTION_
PLAN VIEW
FINISH GRADE TOP OF BANK
OIlTFALL PIPE
12
CLASS -8-
RIP RAP �ILTER FABRIC
SECTION A -A
FILTER FABRIC TO BE TREYIRA
SPUNBOUND TYPE 11/120
RIP RAP APRONS SHALL BE PROVIDED
ON DOWNSTREAM ENDS OF CULVERT
FLARED END SECTIONS
Development Notes: RIP RAP APRON DETAIL I
1. All development shall be in accordance with
the New Hanover County Zoning Ordinance
& Subdivision Regulations.
2. A Homeowners' Association will be established.
All common areas, utilities and roadways will be
the responsibility of, and maintained by the
Association.
3. Water service to be connected to the City of Wilmington public
system. A 16" public main runs across the tract frontage.
A public main will be looped through the project for service
connections to each building. A 20' public utility easement will
cover the main, fire hydrants and service meters.
4. Sanitary sewer service to be connected to the New Hanover
County public system. An 8" public main will be extended
from the project through utility easements.
5. Stormwtater management design to meet both State
and County regulations by use of a detention pond.
S. All utility services, such as electric power, CATV,
gas & telephone shall be installed underground.
7. All site lighting shall be located and installed so as not
to shine directly canto adjacent residential premises.
8. Mechanical equipment do trash receptacles will
be screened by an opaque fence.
9. Street name to be assigned for unit addressing
with approval by County.
Total Tract Area - 12.00ce.
minus Class 1V Soils - -0-
cftot qVli-bW
minus Natural water features - --0-
(lot qvvc")
Total Development Area - 12.00 ac.f
High -density Residential Density -
1100 cc. 0 10.2 units/cc. (R-15)
Total Units Permitted - 122
** 122 Units Proposed
Improved Recreational Lands -
15% x 12.00 cc. = 78,408 s.f. (1.80 Ac.)
** Area proVd. - 2.0 act+ **
K066f N ,
RAW I N6 NANO,: 0.10K I V I N6KANWOR I V I N&KAN6060P. OWN
�C O
00 0606 2"- "COARSE AGGREGATE
i 00 6" Of<FTH
at .o
6
a60 t•
FISTING it+OAD
CONSTRUCTION EENTRANCE DETAIL
TEMPORARY SED. BASIN
3:1 MAX* SIDESLOPf_7S
11000 SF SURFACE AREA �
4 FT* DEPTH( 26000\CF ST RACE
/ I FT. OF FREEBOARD
0
�-
MOW
CONTM
FAM 3' -t3" UNLSES
OTN RWiSE NOTE0
ON PLANS
[II L.WITH
AklH
BURMII.
ll
it
TYPICALSILT FENCE SECTION
NOTE: WPDS10 GAUGE 6PXC60 IIiRETMESH REEIINFORCE0MENT
Zoning: R-15
Land Use: Single-
5 FT 1.5 FT
MIN. FREEBOARD
WEIR HEIGHT
1800 CU F1`/ACRE as
�� es► r EIGHT
T
FILTER
CCT" rn 21 r i-- WIDTH FABRIC
5 FT
MAX.
A FT MIN.
2s1 SIDE '6r
lie SLOPE SLOPE MAX sY BELSOaa
SETTLED TOP
III SIDE NATURAL OF DAM
3FT SLOPE MAX OR
SEDaMENT IMAQT DETAIL
N.T.S.
I / TEMPORARY SWALE
1 EX. SSW �-�`� DITCH IMMEDIATELY AFTER -�a.,.ar..,,,�� �� � � --� �,.,1 ,,�„�,,.���2U ,,..-----�I,lo ,,,w,� x� �s�3at� � � � � �
IllV.21962 ill f SEWER CONSTRUCTION '`"• ,r, `'``--. .- '--� 1! •t/ 1 , j }
i_
's..a"Sra`i • .ate 1+ f 4
j •-�. PROVIDE SILT FENCE ...
`-- .... MERE. 30 VEG. BUFFER
Landscape Notes:
CANNOT BE MAINTAINED '""a,,,"`'"",,,..w�„� ,�- .y,_ �•� t �, `.,`
There are no existing regulated trees within the ,,,,� EX. PINE HEDGEROW'''
development area. -� `'�..TQ REMAIN
(Detailed landscape design will be submitted with the � � `"' --. � '�� • -
building permit application. '"" --- � ��"""� a ,� � aY �<•
n/f
Tesla Park
Traffic Impact Statement: Apartments
� D.B. 416fl-1 fi5
The project will be aocessed from South College Root
(N.C. Hwy. 132), a public R jw. % Zoning: R-15
Estimated trip generation has been computed from the Land Use: High
ITE Trip Generation Monuals (6th Edition). density Residential
Land Use. 230 / Residential Condominium / 122 units 3' VEHICLE
{ r cow.ov�ttA
Avg. Rate Total Trips t WALK 8'XIW PARKING SPACES 24` DR:YE AISLE Wx1S' PARKING SPACES MAERNc1
Weekday avg. - 5.86 71+9 3:t MAX.N. 114" PER
�` FT. SLOPE , � TO
AX
A.M. Teak - 43.44 = 53:7 � SLOPE To
P.M. Peak - 0,54 = 65.9 LNG EMSTM
Saturday avg. - &67 = 691.7 % GRADE MIN, 1 r 24" CURB 8" A.B.C. 1 1 2 I-2 GRADE
PIER Sunday avg. - 4.84 - 590.5 SLOPE GUTTER oveSU COMPACTED ASPHALT GUTTER MIN.
Building Coverage - 81,684 s.f. (15.6%)
Building Height - Two-story / max. 25'
Building Area - 149,173 s.f.t
Parking --
2 sp./unit = 244 spasm reti'd.
** 254 t cow prov'd. *
Impervious Surfaces:
Rooftops - 81,684 f.
Pavement - 83,059 ej.
Concrete - 15,330 m.
Total - 180,073 .,f. (34.57.)
1 SLOPE General Notes,
I Typical
t(
DESIGNER'S PLAN CERTIFICATE
1 "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN
ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY
ORDINANCES AND STORM WATER DESIGN MANUAL."
SIGNATURE:
PRINTED NAME AND TITLE:
DATE:
SEAL
REGISTRATION NUMBER:
a !
a !
s !
' t
TRANS, ;
� r !
i
is B TAPPING;
A VALVE ;
i
a t
r< i
s 1
!
a 1 i
a t
a !
a ;
a 0
a X i
a !
a t
at Parking Area
1.
New Hanover County Parcel No.:
3135(18) - 41 - 6598
PROPERTY OWNER CERTIFICATION
2.
Total Tract Area: 12.00 ac.t
01 (WE) HEREBY CERTIFY THAT I (WE)AM(ARE)
THE CURRENT OWNER OF
3.
Existing Zoning District: R-15
THE PROPERTY AND THAT (UPON RECEIPT " OF
°'AUTHOR I ZAT ION -TO -CONSTRUCT ff
4
Land classification: Developed
ANY CLEAR I M GRAD I NG f CONSTRUCT I ONOR
N
DEVELOPMENT t WILL BE PERFORMED
5.
This prt�erty is n2j within aI
ACCORDANCE WITH THIS PLAN AND THAT
THE APPLICABLE ORDINANCES AND
special good zone as determined
RULES OF NEW HANOVER COUNTY THE STATE
OF NORTH CAROL I NA AND THE
by the FEMA maps.
FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
THIS PLAN. AS THE OWNERt I (WE) ACCEPT FALL RESPONSIBILITY FOR THE
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.0
SIGNATURE:
PRINTED NAME AND TITLE;
DATE: Alps I " = 60'
TRACT AREA
ALLOWABLE
DENSITY PROPOSED
TOTAL O OF UNITS PROPOSED
f E t 1 SSIFICA f
PREDOMINANT
) ) i t i SOIL
f
f STREAM
STREAM
A CLASS
IMPERVIOUSAREA BREAKDOWN
fAN f
BUILDINE
WA L KS
TOTAL IMPERVIOUS
TOTAL % IMPERVIOUS
iliq
J A
-----�--------------
DATEI
12.0 AC.
R15
10.2 UNITSIAC:
10.2 UNITSIAC
122 CONDOMINIUM UNITS
DEVELOPED
LEON
NOT T S CREEK
SIB
83,059 SF
8 484 SF
15,330 SE
180,073 SF
.34.5%
W'ETATE As PER
SEEDING AHEDME
e
!VICINI 1-Y MApi
NOT TO SCALE
NOTEt MIN. SLOPE 0.3%
TEMPORARY §WALE.
N.T.St
LIVEOGMENDI.-
�. DENOTES PROPOSED FINISH ELEVATION
DENOTES PROP. CONTOUR
04 DENOTES PROPOSED FINISH GRADE
DENOTES PROPOSED STORM DRAINAGE
DIN DENOTES INLET PROTECTION
BASIN
DENOTES LIMITS OF DISTURBANCE
�,.••' r DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
DENOTES DRAINAGE DIRECTION
_7\ DENOTES WETLAND LINES
> DENOTES PROPOSED FIRE HYDRANT
6, -- DENOTES PROPOSED MANHOLE
8IX S5 DENOTES PROPOSED 8 IN SANITARY SEWER
rYVA AL
,f IF����►i � 1. _..�... �r.w.� � S �: .....
RAI AGE A DLAS
STORM DRAINAGE DESIGN SHEET
PROJECT: THE GARDENS COMPUTED BY: JHF DATE: 12/18/06
LOCATION: WILMINGTON CHECKED BY: SHEET 1
FREQUENCY: 1O YR G = 252 H = 30 PIPE TYPE: RCP n: 0.013
1 2 +AU��00 4 5 6 8 9 12.Ot's 13 14
LaCAT1CN:A ACRES PIPE DATA
INLET T PIPET TC Ic (IN/HR) C RUNOFF O=CIA SLOPE DIAM. SIZE V FULL
FROM TO SUBTOT. TOTAL MIN MIN MIN INTENSITY COEFF. CFS % THEO IN IN FPS
C131 C132 0.38 0.38 5 7.23 0.5 1.37 0.3 10.51 18 3.25
C62 CB3 0.84 1.22 5 7.23 0.5 4.41 0.3 16.28 18 3.25
C133 CB4 0.39 1.61 5 7.23 0.5 5.82 0.3 18.06 24 3.94
C134 C135 0.43 2.04 5 7.23 0.5 7.37 0.3 19.73 24 3.94
C63 FES 0.43 2.47 5 7.23 0.5 8.92 0.3 21.19 24 3.94
all CB8 0.91 0.91 5 7.23 0.53.30 0.3 14.60 18 3.25
C133 C67 0.35 1.27 5 7.23 0.5 4.67 0.3 16.50 18 3.25
C67 D12 0.35 1.61 5 7.23 0.5' 5.82 0.3 18.06 24 3.94
D12 D13 0.48 2.09 5 7.23 0.5 7.66 0.3 19.91 24 3.94
Dl v D 14 0.46 2.55 5 7.23 0.5 9.22 0.3 21.46 24 3.94
D14 D15 0.43 2.98 5 7.23 0.5 10.77 0.3 22.75 24 3.94
D 1 %5 D 16 0.46 3.44 5 7.23 0.5 12.42 0.3 24.00 24 3.94
D16 CB6 0.45 3.88 5 7.23 0.5 14.04 0.3 25.13 30 4.58
CBS FES 0.27 4.15 5 7.23 0.5 15.00 0.3 25.76 30 4.58
D17 FES 0.45 0.45 5 7.23 0.5 1.63 0.3 11.20 18 3.25
D18' FES 0.45 0.45 5 7.23 0.5 1.62 0.3 11.18 18 3.25
l
SOIL EROSION AND SEDIMENTATION CONTROL PLAN
MASONBORO TOWNSHIP f I�l�ica a Irittl� i a awe- ...r.... .s ... r
P I'E10V HAN0typER COUN I Y N-ut-1 H CAROL INA
OWNER: PALM BEACH DEVELOPMENT CROUP t LLO
� DESIGNED: UHF
ADDRESS: 419 MARINA STREET
.�`,""'�,•. CARQLINA BEACH; NC8428 DRAWN: UHF
� CAR94 f PHONE* N .E`s =
'¢...a'.. (910) 443-97B
APPROVED: JHF
AASTROUD ENGINEERING, P.A. DATE: 10/18/05
102 D CINEMA DRIVE SCALE: 1" = 60'
WILMINGTi;N. NC 28403
[phone] SHEET 1 OF 1

TEMPORARY SEEDING SCHEDULE
EARLY SPRING/LATE SUMMER
Seeding Mixture
Species Rafe (lb/acre)
German Millet 40
In the Piedmont and Mountains, a small -stemmed
Sudongross may be subsstituted at a rate o+ 501b./aore..
Seeding Dates
Mountains May 15 - AUG. 15
Piedmont May 1 - Aug. 1
Coastal Plain - Apr.. 1 - Aug. 15
Soil Admendments
Follow recommendations o+ Soil tests or apply 2,000 lb/acre ground
n] and 750 Wacre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb,acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disK with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Re+ertilize i+ growth is not Lolly adequate. Reseed, refertilize and mulch
1 mmed i ate I y f o I I ow 1 ng eros i on or other damage
.0 6. " 0 0
C'
3' CAGGREGATE
DC7 '0' 6' �_DEPTHOARSE
CI.
C�
EXISTING ]ROAD
CONSTRUCTION ENTRANCE DETAIL-
5 FT
1.5 FT
MIN,
MIN. FREEBOARD
WEIR HEIGHT
1500 CU FT/ACRE
HEIGHT
FILTER
FABRIC
DESIGN
VIDTH
SUTLER �INI I
UVERTILL 6-
TW
FOR SETTLEMENT
4 FT MIN.
5 FT
Mula
20 SIDE EMERGENCY
FILTER
SLOPE MAX BY-PASS
6" BELOW
FABRIC
SETTLED TOP
SIDE
NATURAL OF DAM
3FT SLOPE MAX
GROUND
MIN.
SEDIMENT
BASIN DETAIL
N.T.S.
n/f
EROWN Tesla Park
CONTROL
FAMC 3'--00 UNLESS Apartments
91.3
67.2
7.1
57.0 67.2 57.0
4
11.4
141.6
10 UNIT BLDG. DETAIL
N.T.S.
DETENTION
PDND
DRAINAGE AR A ISj12 AC.
25tO 38.056.0 38. 0
7.5 5 \>_ 6T. 0
16 UNIT BLDG. DETAIL
N.T.S.
77.2
62.0
r
36.5 50.2
14.064.8
CLUB HOUSEBLDG. &POOL DETAL
Zoning: R-15 N.T.Sz
Land Use: Single -
EROSION & SEDIMENT CONTROL
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
CHECKED FOR STABILITYAND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICE
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 60% FILLED. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENTACCUMALATES TO A
HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER
DRAINS PROPERLY.
8. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN
IT BE -COMES ABOUT 0.5 FT DEEPAT THE FENCE. THE SEDIMENT FENCE
W1 LL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY
SOASTO PREVENT CONSOLIDATION OF THE STONE. THE STONE
$HALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION
OF TIRES.
& ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY
TOP DRESSED WITH 2 ADDITIONAL INCHES OF #4 STONE TO MAINTAIN
PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL
IMMEDIATELY BE REMOVED
6. ALL SEEDED AREAS WILL BE FERnLIZED, RESEEDED AS NECE$-SARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN AVIGOROUS, DENSE VEGETATIVE COVER.
7. SEDIMENT BASINS SHALL BE INSPECTED AFTER PERIODS OF SIGNIFICANT
RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT ACCUMULATES TO WITHIN 2 FEET OF THE TOP
OF THE OUTLET DEVICE OR WHEN STONE NO LONGER FILTERS PROPERLY
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGEAND INSPECTTHE EMBANKEMENT FOR PIPINGAND SETTLEMENT.
MAKEALL NECESSARY REPAIRS IMMEDIATELY REMOVE TRASH AND OTHER
DEBRIS -FRI .0M RISERAND POOL AREA.
8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 21 CALENDER DAYS
OF COMPLETED WORK
9. ALL SWALES SHALL 13E INSPECTEDAFTER EACH RUNOFF RAINFALL EVENT
FOR EROSION, ERODED AREAS SHALL BE REPAIRED WITH CLAY SOILS AND
RESEEDED. SEDIMENT SHALL BE REMOVED AND CONTINUOUS
FLOWLINE RESTORED IMMEDIATELY.
OTHERWISE NOTED ItImIly mr-510t; 01
ON PLANS D.B. 4160-165
NILRL WITH
AT14
Zoning'. R-15 ZZ
Land Use: High- CA
density Residential Tk �;�L ONLROpERTyL
DIT
AE
31 MIN. 0-26,51 TW27A
BURY NGDENR
WET DETENTION PO 4D
L J 100 YR. OVERFLOW 16,236 SF @ PERM. POOL Are
RIP RAP SPILLWAY n ELEV. OF 20
TYPICAL SILT FENCE SECTION pr1-U
r1r f"n o FT O.C.A-I
NOTE: P05,15 TO 5h -WAI-tu D.C.- --- -
Z
W/ 10 GAUGE 6 X 6 WIRE MESH REINFORCEW ENT
Fes CBS
SEEDING SCHEDULE CB4 29.2 29.3 H=2M
W.W
SEED BED PREPARATION STORMWATER NOTES: 10 FOND MGM A%Mflif RE ta2m CB3
MW 8.7
&V.r-4 HOW
LIME -------------------------- 90 lbS11000 SF
PROVIDE NfV
I. NO WETLANDS EXIST ON PROJECT SITE.
10-jo-jo ---------------------- 25 lbs/1000 SF
2, DEED RESTRICTIONS SHALL CONTAIN IMPERVIOUS 29. V DECELERATION
10-20-10 ----------------- I '. 1 -40M lbs11000 SF 2 1 LANE +/
LIMITATIONS AND REQUIRE PLAN RESUBMITTAL TO 29-01 EX I OM TM. PER KDOT.'
bs/1000 SF % �' �'t-
STRAW MULCH ---(AFTER SEEDING) 90 1 Pri
MIV fyAy PLUIT
NCDE.NR FOR IMPERVIOUS COVER PHANGES. 28.7
F FL. @
ASPHALT TACK ------------ 200 GAL/TON OF MULCH ! I - FIRE
3. ALL ROOF DRAINS SHALL BE DIRECTED TO DETENTION DIS __0_ CB2
WPM$
28.6 29'. 3
POND SYSTEM. A 29. %
V.,
SEEDING MIXTURE
FIN -FL. @ a
(FEBRUARY 1 - APRIL 30) = I 10, lz-story/ 0
----------- for .2 lbs/1000 SF
TALL FESCUE-------___-___ -__1
]v
PENSACOLA BAHIAGRASS--------- 0-25 lbs1000 SF am
0
3
KOREAN OR KOBE LESPEDEZA (SCARIFIED) ----- 1.2 lbs/1000 SF Jnits
ALL SLOPES 5:1 OR STEEPER SHALL 29
(MAY I - AUGUST 31)
BE STABILIZED WITHIN 15 DAYS OF
29-� 29.3
TALL FESCUE ------------------ 1.2 lbs/1000 SF
-----1.2 lbs/1000 SF COMPLETION OF GRADING. ALL OTHER
KOREAN OR KOBE LESPEDEZA (SCARIFIED) 28.
7
8.3
SURFACES SHALL BE STABILIZED WITHIN 4DZ
BROWNTOP MILLET -------------- 0-6 lbs/1000 SF J81 TWM
15 DAYS OF COMPLETION OF GRADING.
(SEPTEMBER 1 - JANUARY 31) M hisI PIS
TALL FESCUE ------------------ 1.4 lbs/1000 SF
KOREAN OR KOBE LESPEDEZA (SCARIFIED)-----1,4 lbs/1000 SF GAZEBO z
------------------ 0.6 lbs/1000 SF
RYE (GRAIN) L5
n/f 43 '259
F1
FOR SLOPES 2:1 OR STEEPER ADD 30 lbs./AC SERICEA P 01
Testa Park )A j _. . r N D
LESPEDEZA AND 15 lbs, TALL FESCUE 11AN - r� LL - % I
Apartinents
2&&
D.B-- 4166 165 28.
%
IMY
z0fing: R-15 15" 1 USED:
PARK y RING
CONSTRUCTION SEQUENCE Land Use: High- F FL. 6 .3 J28,5
19 B
MOVE �zc_l ION
STORMWATER POND FOR .1 A Ij
density Residential 28.8 1 --------
SEDIMENT TRAP (POND),
1. INSTALL SILT FENCE,
M'
FM4
A NJ nNE CON, rTInN ENTRANCE5. NE-WHANOVIER COUNTY
JA I N D 5, TO vk-1; J-TRU
LLL=o
TEMPORARY DRA'INAGE
2. CLEAR AND GRADE DETENTION ORDINANCE I
3. INSTALL DETENTION PONDS PER PLAN 39206 SF @ PERM. POOL
OF 25.5 ELEV.
4. INSTALL UNDERGROUND UTILITIES 0 20
AND PIPES "A"
5. INSTALL CATCH BASINS 28.5 , i
6. INSTALL STAONE BASE AND PAVEMENT M :% ni. _n
A A C\j
OUT
7. PROVIDE 100% VEGETATIVE COVER
OF ALL DISTURBED SOILS. FALL PIPE
C*L ASS 7z-
8. CLEAN SEDIMENT FRDM PIPES AND
POND AFTER STABILIZATION. R a P RAP
14
FES ND.-
"A"
IjBn
1 -
5 ft.
6 ft.
2.
6 ft.
8 +t.
3.
8 ++.
10 -F}.
4.
8 ft.
10 ft.
5.
6 ft.
8 ft.
G.
6 f t.
a ft.
7.
''..9 -ft -
1 __12
120M
VEGETATE AS PER
SEEDING SCHEDULE
3
NOTE: MIN. SLOPE 0.3%
TEMPORARY SWALE
N.T.S.
NTS 0&*T00=SUBGRAM
\I MAX DRY D04SHY
SYMMIRMPROCIM
NOT TO SCALE
It,
DENOTES PROPOSED FINISH ELEVATION
DENOTES PROP. CONTOUR
DENOTES PROPOSED FINISH GRADE
DENOTES PROPOSED STORM DRAINAGE
Dt W
DENOINLETTES DPROTECTIONRAINAGE CATCH BASIN
/
DENOTES LIMITS OF DISTURBANCE
DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
DENOTES DRAINAGE DIRECTION
DENOTES WETLAND LINES
FH
DENOTES PROPOSED FIRE HYDRANT
J�H� DENOTES PROPOSED MANHOLE
b
8hYSS DENOTES PROPOSED 8 IN SANITARY SEWER
so AV IN K_ 'J S A U�L_ A X
4f
FLARED END 29•.8 SECTION IX3
tx
-8
E
PLAN VILW_
2 ac.±
lz) -
GRADE 28.3 .)�_s �_> .1
FINISH TOP OF BANK "C'\\ -
stor
29. EX OM TRANS.
hOU'T'FA L PIPE ------ rLbWME
42'0000!ir - 29.8 tEAS-
lmaM 16,2E?f� P90 POLE
CLASS '113 - a 28.7 r2 -8. 1
RIP RAP \-FILTER FABRIC Mr 23.6 1. 1. 1
- ��> I FIN. 3 f... I i
SECTION A -A D!
W27.7 29.0
FILTER FABRIC TO BE 7REVIRA STORM DRAINAGE DESIGN SHEET
SMUNBn.u"m TVPE 14/!20
-4-' EX.' D/H TRANS.
RIP RAP APRONS SHALL BE PROVIDED Iran*# aft 2 .5 92 2 f)a 0 . a
ON DOWNSTREAM ENDS OF CULVERT a -P. P00 POLE PROJECT: THE GARDENS COMPUTED BY�' JHF DATE: 12118/06
FLARED END SECTIONS 28.5 N . I
I ft
J011, I LOCATION: WILMINGTON CHECKED BY: SHEET I
it IF _­_ I.- AII ___ - i;� I I
Development Notes: RIP RAP APRON DETAIL - -was'Wife .4 �11 - "­�
NF-V 1. .4!� -if Ai. 4 . 1 28.8 IF 1.1 1 : 1914
1. All development shall be in accordance with
the New Hanover County Zoning Ordinance
& Subdivision Regulations.
2. A Homeowners' Association will be 8eubfli ed,
All Common areas, utilities and roadways will be
the responsibility of, and maintained by the
Association.
3. Water service to be connected to the City of Wilmington public
system. A 16" public main runs across the tract frontage.
A public mom will be looped through the project for service
connections to each building. A 20' public utility easement will
cover the main, fire hydrants and service meters.
4. Slonlitary sewer service to be connected to the New Hanover
County public system. An 8" private main will be extended
from the project through utility easements.
5. Stormwater management design to meet both State
and County regulations by use of a detention pond.
6. All utility services, such as electric power, CATV,
gas & telephone shall be installed underground.
7. All site lighting shall be located and installed so as not
to shine directly onto odjocent residerstial premises.
S. Mechanical equipment & trash receptacles %1`111
be screened by an opaque fence.
9. Street name to be assigned for unit addressing
with approval by County.
10. Street address is 4416 South College Drive.
De-veltoprMint Data:
Total Tract Area - 12.00 cc.
minus Class IV SOils -0-
(not oppfI_'C"*)
minus Natural water features - -0-
(..I awf.*tgo)
Total Development Area - 12.00 ac-t
High -density Residential Density -
,,, r units/0--c- fF?_'JI;;j =
Total Units Permitted - 122
** 122 Units Proposed
Improved Recreational Lands -
15% x 12,00 cc. = 78,408 s.f. (1.80 Ac.)
** Area proVd. 2.0 ac.+ "*
RoAf NO.:
9KAWIN& NAME.*-
71* 1 FREQUENCY: 10 YR G 252 H 30 PI TYPE: RCP n: 0.013
2 8 1--- _-I I - 1, M : f
PRIVATE .8 A. 2S.1 >4ik'� 111:1 1 1 (,I�>_)
-zz,- I
1 1 2 1 3-00 1 4 5 6 1 13 1 1L]
Majo ris I "^•\ ""f. : 1 1 7 8 10 12.00
Ron* ftitil LOCA11ON: JAREA Q� �R
PRIVATE as 9.0 1/ ES I PIPE DATA
SANITARY Y soft 28
EX. 28.8 F1
SMITARY
INLET PIPET Tc le QN/fiR) CRUNOFF Q=CIA SLOPE DIAM. SIZE V FULL
W20 1�0
SM
- FROM TO SUSTOT. TOTAL (MIN) (MIN) (MIN) INTENSITY COEFF. FS) % FP THEO(IN) (IN)
" :
r
#law I , I
glass
C61 C132 0.38 0.38 5 7.23 0.5 1.37 0.3 10.51 18 3.25
*Aft,,
C133 C134 0.39 1.61 5 7.23 0.5 5.82 0.3 18.06 24 3.94
7.23 C132 C133 0.84 1.22 5 0.5 4.41 0.3 16.28 18 3.25
Landscape Notes: *Mao
C134 CB5 0.43 2.04 5 7.23 0.5 7.37 0.3 19.73 24 3.94
PUBLIC PARfRI�a /
There are no existing regulated trees within the SMITARY ou P "I /_ 61
development area. SM R1 v Raft C135 FES 0.43 2.47 5 7.23 0.5 8.92 0.3 21.19 24 3.94
�sjl
ted with the e
iletalled landscape design will Submit D111 C138 0.91 0.91 5 7.23 0.5 3.30 0.3 14.60 18 3.25
,saw*
I Ion. Zoning: R-15 4i
building permit oppiicot' n/f C138 C137 0.35 1.27 5 723 0.5 4.57 0.3 16.50 18 3.25
Land Use: High -
density Residential Tesla Park CB7 D12 0.35 1.61 5 7.23 0.5 5.82 0.3 18.06 24 3.94
Apartments ------------ D12 D13 0.48 2.09 5 7.23 0.5 7.55 0.3 19.91 24 3.94
Traffic impact Statement: D.B. 4160-165 D13 D14 0.46 2.55 5 7.23 0.5 9.22 0.3 21.46 24 3.94
t ,I be accessed from South College Road D14 13115 0.43 2.98 5 7.23 0.6 10.77 0.3 22.75 24 3.94
The project
Hwy. 132), a pubic R/W. D15 D16 0.46 3.44 5 7.23 0.5 12.42 0.3 24.00 24 3.94
(N.C. 4 CONC. Grov PARKING SPACES 24! DRIVE AISLE 91xia! PARKING SPACES
WALK D16 CBS 0.45 3.88 5 7.23 0.5 14.04 0.3 25.13 30 4.58
Estimoted trip generation has been computed from the NN.51 3.1 MAX L�4; PER
tTE Trip Generation Manuals kith Edition). 3-1 MAY, FT. E 5LOFE: TO CB6 FES 0.27 4.16 6 7.23 0.6 16.00 0.3 26.76 30 4.58
t-) 9
J_r_PE TO
EXISTING \-I 1721 1-2 GRADE
GRADE 24!' CURB ASPHALT CATCH BASIN, D17 FES 0.45 0.45 6 7.23 0.5 1.63 0.3 1120 18 3.25
Land Use: 230 / Residtntial Condominium / 122 units M I W. 1 �.2_ LIN. 1/Z'
PER F . & CUTTER OVER COMPACTED W/ DRAIN PIPE PER FT.
Avg, Rote Total Trips SLOPE SUBGRADE SLOPE D18 FES 0.45 0.45 5 7.23 0.5 1.62 0.3 11.18 18 3.25
Weekdoy avg. 5.86 = 714.9
A.M. Peak - 0.44 = 53.7 f !yPical X-Section at Parking Area wl Curb Drainage
P.M. Peak- 054 = 65.9
Saturday Dig. 5.67 = 691.7 j 4 CONC.
Sunday avg. - 4.84 = 590.5 WALK Wx1W PARKING SPA�"-S 24' DRWE AISLE 9xiS PARKING SPACES General Notes: STORM WATER MANAGEMENT PLAN
MIN. 1/4 PER 3-1 MAX
SLOPE 3-1 MAX FT., E SLOPE TO 1, New Hanover County Parcel No.:
SLOPE TO
'EMSTING "STING 31135('18) - 41 - 6598
GRADE
GRADE MIN. 1/2. 2,v, CURB A.S.a 1 1 -2 RR
Building Coverage 81,684 sJ. (15.67.) PER FT. GUTTER DROP INLET ASPHALT &24!G'ATTER MIN. 1/z-
SLOPE W1 DRAIN PIPE PER FT. 21. Total Tract Area, 12-00 4ac.±
SUBGRADE SLOPE
Building Height - Two-story / max. 25' 3. Existing Zoning District: R-15
Typical X-Seofion at Pr'' Area wl Centerfine Drainage
Building Area 149,173 s.f.± 4. LGnd Classificution; Developed
N 0
PROPERTY OWNER CERTIFINCAT ION 5. This property is not within a
special flood zone as determined
"I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF
by the FEMA maps.
Parking THE FROPERTY AND THAT UPON RECEIPT OF "'AUTHOR IZATION-TO-CONSTRUCT ED
02 44 T OPMENT, PE-MFORWE
DESIGNER'S P.L.44 CERTIFICATE
SP.f ANY CLEARING, GRADING, CONSTRUC IONOR DUE" T1 ILL
S AND
254 spaces prow TV-' 0
IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANC"It
HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN 7'
RULES OF NEW HANOVER COUNTYt THE STATE OF NORTH CAROLINA AND W ip I 01NEAV
�.� +
ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY
FEDERAL GOVERNMENT AND ITS AGENPIES WHICH ARE HEREBY MADE PART OF
ORDINANCES AND STORM WATER DESIGN MANUAL." THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE APPRO", lot
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
SIGNATURE: I( WE) WILI - NOT ATTEMPT TO TRANSFER OF Tffl_� RESPONSIBILITY WITHOUT THE N(,---- CAAOLWA RAWS
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY. - - - - - - -
60 30 0 60 120 MANAGEMWO01104-00
PRINTED NAME AND TITLE: SIGNATURE: WWW"o F N VOWN i ES FEN RESS JR 20643
DATE: SEAL PRINTED NAME AND TITLE.' RAR 10 6GAW �p ------
REGISTRATION NUMBER: DATE: DATE

.3° WTEa USE TYPE 'E'a 'i^' AND '0' GRATE r -2,_ _°
UNLESS OTHERV16E NOTED. � - �
Ia.
N L T L
SECTION LL
t _ A ALIGN FRAIiE V1114 INSIDE � , i=' _- � � �
EDGE OF WALL Sul
TA ALLOW � SECTION S-B -
7 FOR VERTICAL- IiII,I{i�TM ; . a � '� - 2xs
: ��_T_ SECTION C C
SECTION PP !SECTION NN -5
PLfIJ+f . x
` .'�"� ,.' SEGOS A SECTION �-iI w
FRAaf1FdR?'F. $c li013E3'"5'1` N �� : t� Ctil i� .w.�......,..-...,a....'TIt�3-! SECTION}t-
♦ +.
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LL M 7 z
3
SECTION Q-G
SECTION `F
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1�
SECTIEW H-H SECTION Z-Z SECTION ` -E T
Ij SWTIM - RR '..
Et�qUAII&N � TYPE SECTION Y-Y
STANDARD 4840.03 NCDOT HOOD, GRATE AND FRAME DETAIL STANDARD #840.03 NCDOT HOOD, GRATE AND FRAME DETAIL
SHEET T BF 3
SHEET 2 OF 3
u
GeERAL WTE$4
ALL QfW INLM OVER 3'-S" IN DEPTH TO BE FROVIM0 WITH STEPS
QLASS 'B` G'ONCWTE TO BE USED.
ALL MORTAR JOIN ARE a' a 0.
FORKS ARE TO M W FM THE VDi+tS" RMT10N OF THE BtMOM SLAB.
BRICK VAMW DROP INLET NOT TO BE LISM In i~owroms Swam To
&N30EILWKIMICK VILL 0 IP LIEN QD. UUNGMTE 13RFI. K UR f' s[;11 Io C-ONCRETE
IF REI1WORGEI3 Ci3tdCRETE T'IF£ IS SET IN SLAB UP SOX, AOD
TO E AS S tW ST ARK $ €$.I .
FOR S' -0* IN MGM OR IVSS USE OR WALL O>/ER $' -�' IN HEIGHT USE 12'
ILL TO B' -B' FROM TOP OF WALL, OM W iAte FOR TfIE REVAININD B' -B' .
1� 1TIES TO BE AOMSTE0 AGC=iGN LY*
2'-S' Lt
SECTION
81MRSIM
ANF!
M AWITIES
AII4v'NS1aw
X
ik _PI
T IC,
IH&E
MTAL
PffiC G 1i45fiFIiY 0€ t1CT 1*8 FDR
pipe
BFtI�i. MIN..
cw1w N
Pii>£
SPfst+t
3tIi+ITi
t€I
M �T.
1�It�1s
II
W. Yas.
,�.
- .
._�•
6.=7
0.312
V.W7 t 0.971 0.
is.
-$'
a-
�3 .i,�9y
B.= 0.'978 G.W1
6.847
18'
ww��
.a•-6'
0.2*7
i1.V�y,tV'
1.2 S
0"M
2 •
'
8
L:37 i890.11a
a .
STANDARD #840.15 NCDOT DROP INLET
NOT 70 SCALC
1�
F.
E, f} RA•
I tjRAD
1 1/4"RAD
R AD
tf
IV_
CONCRETE 24 f _
c
TYPE f l A l f
STANDARD CURB SECTION
� •••it'T1&44L Fiq?lRif.EIt 0 CORNM TO W Eii4KRM0 I' . t+fY-
aEa Y f "a�» -1 BE MM.
wa • NOTES:
A" EA fi XgNT;+ 9IiALL it CONCAVE 'ECCS.EO
B€CK >5F iXPr16 !lOHfIRf3 d4ihTS T9 -' THSGK,
x c " •�° as E ac �aua� N4 E '�, 1 Tronto 779m a". ERi3 EiSII EF
TtE P!liltlh[S GF RCllit SUM iEa ACG9tQ'F.]aW9 FT FrCrt9lIM- r �* 1 CONTROL.
,a f Jl�N9'S efacx VILL ce PEWMI � ancx tR 4 r
umucF pan ral fsl Tarn& cu. +roe, OF moc . sE1E Itb �E �E ones x�Y ix tEI in 0F r - RE ES S $E 2 GAUGE WITH
�. $ .... £ ILSF�at"TFER.� slitYJf a •#zt A 7oi:prg Tow 7G iiE't. ��4�.w 1.,•�a
1 a FM 4' -0' IN MIGNI Fps Ls ffit � a• VXL. a+rr�l s" r 1N F J N JE III D 6RARE< _ 11,V MESH OPENINGS.
` l TT 'P`. 'F' 4w °G' aR2TES iQii S �iF#ERitESE ItWRCgT O. s 1 1 ifcIL4ETa FRNf f4P CF YAtJ �tilib 6' WXL
rM DW }iEfMTMNO �•-�•. 11IN z�ral� aNb,�dNtslin ra a � 3. POSTS HALL BE 5' MINIfi�t�M HEIGHT i� SHALL �
ILL
BBsJVIF (7.e€�sac +xt ' a t +
- - ' If 1ear� b E%f+EfALii P€P6 �s sEr if< arm scxs flF civx• on To erg Y a IE a al€aEtsm sire PIPE Is sss ara sgsa qP go-x. y j FEATURE A��i�llMUM EMBEDMENT OF 1.5a,
AS bFD�rt tai M. 1*. 8i8.@9t- AEA T# ESr p5 9tl717F tgt SfiatlY�Fit! pew
f �, SEE `E A GY4� { {�!aipii3' E
$• wt 1N f�Ffl4] I Ems. e' 1!Ai L. OM 6' -0, IN l oFa f. 1w ► ' d+i L dklE TIfllI 6 um S' ^S' IN OUITH SE VIM3 411t5d76i1t
TAL is ea-1 a 05 aFa' va1� MR Tw 1tBetnINIM PLAN a� RTAt4 my ea -Se xITtI aT�s b'-z• ivl ». m TE x MODIFIED P13OC:TM
SECTION X-ii "zpw Etta 1EC IJt� � TEEISIE
�. 6a•$•. gc xaTEs TQ 9E Aa. T� ri .....„�,.« iII4i1� Fllrii� C. 7Cp tfzltf;;rp. MP. 860.130. ER PAVEWNT OR WITHIR iUS7
]tif. _ .&9h1 E_t1tt)_ttn
Tn
PLAN � � - •� - STf - 513�. Nu, e4e.ss SRI= MY w um � atf n35E PR1GK titNWT1LIE'J - . _ r i35
1 Q FEET OF PltVErt�it;N7' L3r'T CRUST
To iRCt. ati� T+EiEkErIIMI f�arrrt 11;fMEi fl11 eA&° -- , ; - OT14FR FOUNDATIONS (}fit #�i MAX POST SPACING
STIT�S sm, tom. !"o.cs y e . o wac. It �ae°zac�1WopollIR WPax .'iSEDIMENT CONTROL 4� (TYP)
womm"M Ira
I`�au w�
I G WALL TO ANGLE OF STONE
us { Rt3iE I}R F'RCViQE SHf]RiNO
M>� TYPICAL LQCATiON OF WHEELCHNR,
PEDESTREA CROSSWALKS & STOP $ARC- SECTION � � El.i sc 1(. V_v "
SECTION Y-Y MOMM" .i-*k Pom
END ELEVATION e>1ZAw
IVi�iF£ iE, , r, ; c� : t • TO alwfa a"Anum FAX. I•
`.. T
*M* 42- Tn 54?IPE IS Lei
VIEW "M a
�'• p- �p
i 1
t X, NO. 57 Siic^rn-E 5Et}E}IiVC
STORM DRAIN 111F-E-f TOE IN WIRE
X" MIRE MESH MESH UNDER
- OVER -EXCAVATE 6" STONE
PIPE DIA. •gyp DRAINAGE
BOX PER PLANS
STORM DRAIN PIPE 'RENT CI4 DETAIL
NTH INLET PROTECTION DETAIL
STANDARD 0840.01 BRICK CATCH 13ASIN STANDARD 41840-32 NCDOT JUNCTION BOA
NOTE: FOR DQUOLe PROVIOE TVD SIDE BY SIDE tNOT TO SGALE1
HE3't' TO SCALE
STNNLESS STEEL
4 31 3 j1/ (*4) REBAR€ RASH
TOP OF OUTLET CRATE - 4 INCH SPACING
STRUCTURE AT
27.5 FT. ELF.
r.
St Ll . t � �
XT t �
OVERFLOW SLOT
5.5 ELEV, 9 r 3 a
I fit
NCDENli STORMWATERtANAGEM TT POND PLAN_
sxft�iBtGM4 #ib tMliTailm8 VCR
D31 ISaCFB OF e0x Afi1 FLIff �altDwm
FSti PPtEtt vim IElaff ii it4iB
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was
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Ip
14EXOTH
4
v
I
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0.61
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2'�II•
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$
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4*412
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0.202
S.160
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IN'
$"-4*
11-4•
2'•4'
14
$'-d•
$1-V
V_w
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8.014
S,M
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!:0
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V44
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d.-498
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7_41M
lti,MW
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4Y-9`
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4'-6•
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416w,i
14
aa•
a• a•
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H
6•-C
-
2.t75
4..M
$ 7W
RSgif
t
I ` _0
2 Eel. HOLE DRILLED i '.214,5 24.5 f
t .5 k
E-Ev. r
I c -
tt r
`7`~ -:= '=`•�'}3000 PSI
f PROVIDE RECESSED CAP `� -� _ ' -- �. � �`-� ~� �" _ -' CONCRETE
WITH ELDER WIRE EABRiC � , � � � � � Y _ r - - " � � ��' �� €���� G 11
- TRASH RACK OVER ORTIGE
M 2.O ire. - INV� ELEV. 21.0
R'U C T U T_'E
OU"LET STT �' r�_'
COUNTY STORMWATER DETENTION :BOND PLAN
1 5 o!
VE,GE7ATE AS PER
SEEDING SCHEDULE1
_. -------------- ----- - --- ._.,------------------------------- 3 a
MIN. FOND TOP 28.5 ELEV. -----. - - - -- ................. COUNTY DO YR. STAGE 28.0 ELEV. MIN. POND TOT' 28.5 ELEV.
PERM. POOL 24,.5 ELEV.
3 3
T f
BOTTOM OM FOREBAY 21.0 ELEV.
. G
PROVIDE 1 t� WIDE � . 1 VEGETATED BOTTOM POND 20.0 ELEV.
VEGETATE WITH BUSHY BEAR GRASS
(A DROPUGON GLOMERATU ) DR EOUAL
POND PROFILE
b b N.T.S.
c,a
��P}j �R V J ET
�T1+' %ND♦`�7j}: P W d0 9 R �.)yil.y f(y�/+�{J �.a f) rt j�YyF }{{] RD G
COUNTY � I W YR. STAGE 28.0 ELEV.
FE#IC . P L 25.6 ELE a
BOTTOM POND 21.0 ELEV*
N.T.S.
SECURE CLOTH't iH
9TAINILM MEL
P6PEcw1p
340H
I
GALVANIZE UWRE
CODTHTRASHRACK
_
FIC
PRO'6RE;SENG FROM
STR�ti IRE
R>`CW0PLUG
. � ��iER
SErELrn�N
PER FETAL
„DRAWDOWN ORIFICE
DETAIL 1191
STANDARD SIDEWALK DETAIL
S - .E
NOT .TO SCALE
VEW
4 $119. FM OM
ttilLlTk' s ai 4'
Gp#1 t#IiPE.t
E3 24CS7R8
I 82;1 IiA% R114'
SECTION B-B
Tmms fumo DNwWww TitI&SNIitN
EE i � ^f7EFf'kEil
ca.=;
_SECTION A -A
*
x
1+* x
a
§'
61
7.3'
3.31
3'
3.01
3.3' 813'
4.4'
S'
3.3'
9.3' a-41
411,
5`
4.01
9.3' EE,&'
34,
§j
4-5"
18.3 &-f,
3.4'
b'
5.0'
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MASONBORO TOWNSHIP NEW HANOVER COONIP
NORTH
(CAROLI A
OWNER:
H S DEVELOPMENT OFWI L M I NGTO , LLC
DESIGNED: J HF
ADDRESS:
19 MARINA STRUT
t�
CAROL I NA BEA H 9 Nor 28428
DRAWN:
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PHONE:
(10) 443-2 76
APPROVED.,
jHF
ST O D ENGINEERING, P.A.
DATE:
T &.7 L.V/c.r6
102-D CINEMA DRIVE
SCALES
NOSCALE
WILMINGTf{N, € C 28403
1910) S E 5--0775
SHEET
2 ESE 2